108 NOS. OF EXCEL SHEETS | |
1 |
MOMENT OF INERTIA OF I SECTION |
2 |
MOMENT OF INERTIA OF T SECTION |
3 | DESIGN OF CIRCULAR HOLLOW SECTIONS AS PER BRITISH CODE |
4 | DESIGN OF CRANE GIRDER AS PER BRITISH CODE |
5 | DESIGN & DETAILING OF BOLTS & WELDS AS PER BRITISH CODE |
6 | WELD DESIGN AS PER BRITISH CODE |
7 | DESIGN OF DOUBLE LEAF MASONRY WALL AS PER BRITISH CODE |
8 | CALCULATION OF LOADS ON PILES BELOW PILE CAP |
9 | DESIGN OF LIQUID RETAINING CONCRETE SECTION AS PER BRITISH CODE |
10 | DESIGN OF RCC BEAM AS PER BRITISH CODE |
11 | DESIGN OF RCC RECTANGULAR COLUMN AS PER BRITISH CODE |
12 | DESIGN OF RCC CIRCULAR COLUMN AS PER BRITISH CODE |
13 | DESIGN OF SIGN POST ELEMENTS AS PER US CODES |
14 | CALCULATION OF WELDS, WIND, REBAR ETC AS PER US CODES |
15 | DESIGN OF PAD FOOTING AS PER US CODE |
16 | DESIGN OF ECCENTRIC FOOTING AS PER US CODE |
17 | DESIGN OF WALL FOOTING AS PER US CODE |
18 | DESIGN OF COMBINE FOOTING AS PER US CODE |
19 | DESIGN OF GRADE BEAM AS PER US CODE |
20 | DESIGN OF CONCRETE RETAINING WALL |
21 | DESIGN OF MASONRY RETAINING WALL AS PER US CODE |
22 | DESIGN OF RESTRAINED RETAINING WALL AS PER US CODE |
23 | DESIGN OF FLAG POLE FOUNDATION AS PER US CODE |
24 | DESIGN OF DEEP FOOTING AS PER US CODE |
25 | BOUNDARY SPRING GENERATOR |
26 | DESIGN OF PCC FOOTING AS PER US CODE |
27 | DESIGN OF GRADE SLAB AS PER US CODE |
28 | DESIGN OF PT SLAB ON GRADE AS PER US CODE |
29 | SEISMIC DESIGN OF SPECIAL MOMENT RESISTING FRAME AS PER ACI |
30 | SHEAR WALL DESIGN AS PER ACI |
31 | TILT - UP PANEL DESIGN AS PER ACI |
32 | CONCRETE SLAB CAPACITY AS PER ACI |
33 | BOLT ANCHORAGE TO CONCRETE AS PER ACI |
34 | DESIGN OF CONCRETE BEAM AS PER ACI |
35 | DESIGN OF CONCRETE DEEP BEAM AS PER ACI |
36 | PUNCHING STRESS IN FLAT SLAB AS PER ACI |
37 | RCC COUPLING BEAM DESIGN AS PER ACI |
38 | RECTANGULAR RCC COLUMN AS PER ACI |
39 | CIRCULAR RCC COLUMN AS PER ACI |
40 | RCC CORBEL DESIGN AS PER ACI |
41 | PRESTRESSED COMPOSITE SECTION DESIGN AS PER ACI |
42 | SHEAR FRICTION OF RCC SECTION AS PER ACI |
43 | DESIGN OF PRESTRESSED MEMBER AS PER ACI |
44 | EQUIPMENT ANCHORAGE TO CONCRETE FOUNDATION AS PER IBC 2000 |
45 | POST TENSION CONCRETE FLOOR AS PER ACI |
46 | MASONRY SHEAR WALL AS PER ACI |
47 | MASONRY SHEAR WALL AS PER UBC |
48 | MASONRY BEARING WALL AS PER ACI |
49 | JUNCTION OF MASONRY WALL & GIRDER AS PER ACI |
50 | DESIGN OF MASONRY BEAM AS PER ACI |
51 | MASONRY COLUMN DESIGN AS PER ACI |
52 | BENDING POST AT TOP OF WALL AS PER ACI |
53 | BOLTED CONNECTION TO MASONRY WALL AS PER US CODE |
54 | WALL STUD (FASTENER) DESIGN AS PER US CODE |
55 | SEISMIC DESIGN FOR ORDINARY BRACED FRAMES AS PER IBC |
56 | SEISMIC DESIGN FOR ORDINARY BRACED FRAMES AS PER CBC |
57 | SEISMIC DESIGN FOR SPECIALLY BRACED FRAMES AS PER IBC |
58 | SEISMIC DESIGN FOR SPECIALLY BRACED FRAMES AS PER CBC |
59 | SEISMIC DESIGN FOR ECCENTRICALLY BRACED FRAMES AS PER IBC |
60 | SEISMIC DESIGN FOR ECCENTRICALLY BRACED FRAMES AS PER CBC |
61 | SEISMIC DESIGN FOR ORDINARY MOMENT RESISTING FRAMES AS PER AISC |
62 | SEISMIC DESIGN FOR ORDINARY MOMENT RESISTING FRAMES AS PER CBC |
63 | SEISMIC DESIGN FOR SPECIAL MOMENT RESISTING FRAMES AS PER AISC |
64 | SEISMIC DESIGN FOR SPECIAL MOMENT RESISTING FRAMES AS PER CBC |
65 | DESIGN OF BEAM UNDER TORSION AS PER AISC |
66 | TAPERED GIRDER DESIGN AS PER AISC |
67 | DESIGN OF COMPOSITE FLOOR BEAM WITH DECK AS PER AISC |
68 | DESIGN OF BASE PLATE AS PER AISC |
69 | DESIGN OF BEAM END CONNECTION AS PER AISC |
70 | REINFORCEMENTS AROUND CUTOUTS IN WIDE FLANGE BEAMS |
71 | TENSILE CAPACITY OF BOLTED CONNECTION AS PER AISC |
72 | CAPACITY OF ECCENTRIC WELDED CONNECTION AS PER AISC |
73 | LOAD CARRYING CAPACITY OF METAL ROOF SHEETS |
74 | LOAD CARRYING CAPACITY OF METAL FLOOR DECK |
75 | STANDARD TABLES FOR OPEN WEB STEEL TRUSS JOISTS LH SERIES |
76 | STANDARD TABLES FOR OPEN WEB JOIST GIRDER |
77 | WIND ANALYSIS FOR LOW RISE BUILDING AS PER ASCE 7 - 98 |
78 | WIND ANALYSIS FOR LOW RISE BUILDING AS PER ASCE 7 - 02 |
79 | WIND ANALYSIS AS PER UBC 1997 |
80 | SEISMIC ANALYSIS AS PER IBC 2000 |
81 | SEISMIC ANALYSIS AS PER IBC 2003 |
82 | SEISMIC ANALYSIS AS PER UBC 1997 |
83 | SEISMIC LATERAL FORCE ON SINGLE STOREY BUILDING AS PER IBC 2003 |
84 | SEISMIC LATERAL FORCE ON SINGLE STOREY BUILDING AS PER UBC 1997 |
85 | GUARD RAIL DESIGN AS PER AISC |
86 | SIGN STRUCTURE DESIGN AS PER US CODE |
87 | SNOW LOADS AS PER ASCE 7 - 02 |
88 | AREA / SPACING OF REINFORCEMENTS |
89 | PROPERTIES OF BRITISH STRUCTURAL STEEL SECTIONS |
90 | DESIGN OF FOOTING UNDER BI-AXIAL LOADS AS PER IS: 456 - 2000 |
91 | BAR BENDING SCHEDULE AS PER BRITISH CODE |
92 | MAKE YOUR OWN BAR SHAPE |
93 | DESIGN OF PILE CAPS AS PER BRITISH CODE |
94 | MAKE SIMPLE PLAN SKETCH IN EXCEL |
95 | CALCULATION OF WIND LOADS AS PER BRITISH STANDARD |
96 |
SPHYGMIC SOFTWARE SPREAD SHEET Excel-compatible spreadsheet program with over 100 functions. |
97 | INFLUENCE LINES FOR CONTINUOUS BEAMS |
98 | SECTIONAL PROPERTIES OF PLATE GIRDER AS PER BRITISH CODE |
98 | CALCULATION OF EFFECTIVE LENGTH OF RCC COLUMNS - IS 456 |
99 | DESIGN OF RCC RECTANGULAR COLUMN UNDER BIAXIAL MOMENTS - IS 456 |
100 | DESIGN OF CIRCULAR COLUMN SECTION - IS 456 |
101 | DESIGN OF RCC RECTANGULAR COLUMN UNDER UNIAXIAL MOMENT - IS 456 |
102 | BUDGET MONITOR |
103 | TIME SCHEDULE |
104 | CALCULATION OF SURFACE AREA OF STEEL MEMBERS - US SECTIONS |
105 | OPTIMUM STEEL FOR A GIVEN LAYOUT - US SECTIONS |
106 | DESIGN OF STEEL BEAMS - US SECTIONS |
107 | DESIGN OF STEEL COLUMNS - US SECTIONS |
108 | DETERMINE THE GEOMETRY OF DOOR OPENING WITHIN STEEL BRACING |